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EnvironmentalHealth
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EHD Program Facility Records by Street Name
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CALIFORNIA
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602
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3500 - Local Oversight Program
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PR0544148
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Last modified
2/14/2019 5:39:52 PM
Creation date
2/14/2019 2:49:11 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
FIELD DOCUMENTS
RECORD_ID
PR0544148
PE
3526
FACILITY_ID
FA0005937
FACILITY_NAME
NEAL STALLWORTH AUTO DETAIL
STREET_NUMBER
602
Direction
N
STREET_NAME
CALIFORNIA
STREET_TYPE
ST
City
STOCKTON
Zip
95202
APN
13916509
CURRENT_STATUS
02
SITE_LOCATION
602 N CALIFORNIA ST
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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Site : STALLWOPTH AUTO <br /> EGG ADVANCED GEO Geologist : P. DOTSON <br /> qt (tsf) Location : CPT-0-4 Date : 06: 17: 04 09: 13 <br /> 0 500 0 fs (tsf) 15 0 U (psi) 700 0 Rf 10 0 SBT 12 <br /> 0 . --r-7-7-7--r-7-7 <br /> Hand Auer g e r 7-r-r <br /> Hand huger Hand Auger Hand 'Huger <br /> Undefined <br /> japdy Silt <br /> I t <br /> —10 ----------------------------i--------------------------- ............... <br /> ..... ................................... Silty clay <br /> ...................,................... .1............ <br /> Clayey Silt <br /> Silt� Clay <br /> Sti Fine Grain <br /> -20 ----------------------- <br /> Clay <br /> ............. <br /> ....... --- ........... Si 1 t y Cla <br /> y <br /> C1 t <br /> llie Lc i'.i <br /> ay <br /> C a Ljey Silt <br /> Silty Clay <br /> —30- ...................... -------- <br /> Clayey Silt <br /> . ...... ...... .......... ..................------------------ Silt <br /> ........... ........ <br /> -1.......... <br /> i <br /> Clay <br /> Clayey Silt <br /> Silty Clay <br /> Stiff Fine Grain <br /> -f-j -40 --------------------------------------------------------- <br /> 4- ..... ---------- .........------------- <br /> ------------- .......---------- ................. ----------------- <br /> 4----------- Silty Clay <br /> SCIM, Clay <br /> 41 i <br /> Cl ay <br /> Silyesilt—50 ................................................. y <br /> .....................------------- ....... <br /> ------------------------------------ Clayey Silt <br /> Silt <br /> —50 <br /> Sandy Silt <br /> ....................... <br /> ..................... <br /> ------------------- - ------ ------------------- Silt <br /> Sandy Silt <br /> SC .—led Sand <br /> Sandy Silt <br /> Cemented <br /> -70 ........ ................................ <br /> ....... ------------ Silt <br /> --------------------- ..... ...... <br /> 11 <br /> .......... ........................... <br /> Silty Clay <br /> Clay <br /> GW SampleClay—j Silt <br /> Silt <br /> -80 ---- ------------------- <br /> T----------- ........... ................... <br /> --------------------- ............. .............. .......... Clayey Silt <br /> ----------- <br /> Silt <br /> Clayey Silt <br /> --- ---- --- <br /> Silt <br /> —90 ------- ................... ........................... <br /> Clayey Sill <br /> ...... ............................... .. ............. ......... <br /> .............. ................... <br /> Stiff Fin. Grain <br /> Silt <br /> Clayey Silt <br /> —100L Silt <br /> Max. Depth: 200. 13 (it) t-,Cl awew silt <br /> Depth Inc.: 0. 164 (f 1) S9T: Soil Behavior Type (Robertson 1990) <br />
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